[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-663295-105":59,"doc-detail-663295-en":130},{"code":4,"msg":5,"data":6},0,"success",[7,13,18,23,28,33,38,43,48,51,55],{"id":8,"doc_module":4,"doc_module_name":9,"category_name":10,"show_sort_weight":11,"slug":12},1,"Document","Story & Novel",90,"story-novel",{"id":14,"doc_module":4,"doc_module_name":9,"category_name":15,"show_sort_weight":16,"slug":17},2,"Literature",80,"literature",{"id":19,"doc_module":4,"doc_module_name":9,"category_name":20,"show_sort_weight":21,"slug":22},4,"Exam",70,"exam",{"id":24,"doc_module":4,"doc_module_name":9,"category_name":25,"show_sort_weight":26,"slug":27},5,"Comic",60,"comic",{"id":29,"doc_module":4,"doc_module_name":9,"category_name":30,"show_sort_weight":31,"slug":32},6,"Technology",50,"technology",{"id":34,"doc_module":4,"doc_module_name":9,"category_name":35,"show_sort_weight":36,"slug":37},7,"Healthcare",40,"healthcare",{"id":39,"doc_module":4,"doc_module_name":9,"category_name":40,"show_sort_weight":41,"slug":42},8,"Research & Report",30,"research-report",{"id":44,"doc_module":4,"doc_module_name":9,"category_name":45,"show_sort_weight":46,"slug":47},9,"Religion & Spirituality",20,"religion-spirituality",{"id":46,"doc_module":4,"doc_module_name":9,"category_name":49,"show_sort_weight":46,"slug":50},"World Cup","world-cup",{"id":52,"doc_module":4,"doc_module_name":9,"category_name":53,"show_sort_weight":52,"slug":54},10,"Lifestyle","lifestyle",{"id":56,"doc_module":4,"doc_module_name":9,"category_name":57,"show_sort_weight":24,"slug":58},19,"General","general",{"code":4,"msg":60,"data":61},"ok",{"site_id":62,"language":63,"slug":64,"title":65,"keywords":66,"description":67,"schema_data":68,"social_meta":123,"head_meta":125,"extra_data":127,"updated_unix":129},105,"en","alternate-approach-fill-for-bridge-approach-fills-type-5a-geotextile-temporary-geotextile-wall-details","Alternate Approach Fill for Bridge Approach Fills - Type 5a Geotextile - Temporary Geotextile Wall Details","","Roadway standard drawing detailing alternate approach fill configurations for bridge approach fills and integral bridge abutments using MSE walls and geotextile reinforcement. Specifies Type 1/2/2A/4a and Type 5a geotextile placement, reinforcement layer thicknesses, welded wire facing requirements, and inset conditions for bottom and remaining layers. Includes wall height H and reinforcement length L relationships via table, placement notes for top reinforcement regardless of vertical spacing, and guidance for temporary geotextile wall details and allowable construction timing constraints.",{"@graph":69,"@context":122},[70,84,105],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":30,"@type":76,"position":81},"https://docshare.wps.com/document/technology/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/alternate-approach-fill-for-bridge-approach-fills-type-5a-geotextile-temporary-geotextile-wall-details/663295/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/alternate-approach-fill-for-bridge-approach-fills-type-5a-geotextile-temporary-geotextile-wall-details/663295.png","ImageObject",300,407,{"name":92,"@type":93},"bocahgabuttt","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",true,{"@type":102,"interactionType":103,"userInteractionCount":14},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What does the drawing specify for Type 5a geotextile reinforcement placement?","Question",{"text":112,"@type":113},"It defines how Type 5a geotextile wraps around (in front of) and inside (behind) the welded wire facing for the bottom layer, and how welded wire facing applies to remaining layers.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"How are wall height H and reinforcement length L determined?",{"text":117,"@type":113},"The drawing references a table relating reinforcement length L to wall height H in feet, including ranges such as H \u003C 8 and 8 to 12.",{"name":119,"@type":110,"acceptedAnswer":120},"What is the key placement note for the top reinforcement layer?",{"text":121,"@type":113},"The note requires placing the top (first) reinforcement layer according to the detail shown on the specified sheet regardless of vertical spacing for underlying reinforcement layers.","https://schema.org",{"og:url":83,"og:type":124,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":126,"canonical":83},"index,follow",{"doc_id":128,"site_id":62},663295,1793226352,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":29,"category_name":30,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":14,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":52,"language":139,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":67,"update_tm":129,"read_time":143},962094248839,"https://ap-avatar.wpscdn.com/davatar_994ba38a5ba835b3df7d355c54d3ed8d","BRIDGE ABUTMENT  \nAPPROACH FILL FOR  \nTYPE 1 APPROACH FILL  \nBRIDGE APPROACH FILLS  \nRALEIGH,N..  \nNORTH CAROLINA  \nDIVISION 0F HIGHWAYS  \nDEPT.0F TRANSPORTATION  \n—Type 4a Geotextile(Top Layer)  \n6“-12”For Second  \n—Approach Slab  \nReinforcement Layer  \n3”Min  \n(See Note)  \n(TYP)  \n6\"  \n18”(Typ)For Remaining  \nReinforcement Layers  \nIntegral-  \nSelect Material  \n一End Bent  \n3TyD)  \n(Class V or  \nClass VI)  \neotexvt 5(TyP)  \nCONST.JT.  \nWelded Wire  \n18”Min  \nFacing(Typ)  \n3  \n12\"+/  \nType 1  \nL-3'  \n3'  \nGeotextile  \nL -Reinf.Length(See Table)  \nINSET 'A'  \nNOTE:Place top(first)reinforcement layeraccording to the detaii shown on sheet 2 of 3regardless of vertical spacing for underlyingreinforcement layers.  As shown in insets above,it is not necessesary to wrap the top layer ofgeotextile reinforcement at the wall face.  \n\n|  |\n| --- |\n\n\n| TYPE 5A GEOTEXTILE  \u003Cbr>REINFORCEMENT LENGTH   |  |\n| --- | --- |\n| WALL  \u003Cbr>HEIGHT  \u003Cbr>H  \u003Cbr>(ft)   | REINFORCEMENT  \u003Cbr>LENGTH  \u003Cbr>L  \u003Cbr>(ft)   |\n| \u003C8   | 8   |\n| 8 T012   | =H   |\n\nDEPT.0F TRANSPORTATION  \nDIVISION 0F HIGHWAYS  \nNORTH CAROLINA  \nRALEIGH,N..  \nH - Wall Height  \n(See Table)  \nSTATE 0F  \nH\" Wall Height(See Table)  \nBottom  \nPortion  \nof End  \nBent  \nType 5a Geotextile Wraps Around(In front of)  \nWelded Wire Facing for Bottom Layer  \nType 5a Geotextile Wraps Inside(Behind)  \nROADWAY STANDARD DRAWING FOR  \nALTERNATE APPROACH FILL FOR  \nBRIDGE APPROACH FILLS  \nWelded Wire Facing for all Remaining Layers  \nINTEGRAL BRIDGE ABUTMENT  \nALTERNATE INSET 'A'  \nTYPE 1A APPROACH FILL  \n(Allowed When Bottom Portion of Integral End Bent isConstructed Before Temporary Wall andEnd Bent Piles are at Least 25′Long or Drilled In)  \n# TEMPORARY GEOTEXTILE WALL DETAILS\n\nWELDED WIRE FACING  \nSHET 30F 3  \nAPPROACH FILL FOR  \nTYPE 2 APPROACH FILL  \nBRIDGE APPROACH FILLS  \nBRIDGE ABUTMENT WITH MSE WALL  \nRALEIGH,N.C.  \nNORTH CAROLINA  \nDIVISION OF HIGHWAYS  \nDEPT.0F TRANSPORTATION  \nZone for MSE Abutment Wall as Shown)  \nSECTION B-B(MSE Wall Reinforcement Not Shown for Clarity)  \nNOTE:If 112:1 slope intersects subgradeunder the approach slab,extend 6\"layer  \nDEPT.0F TRANSPORTATION  \nDIVISION OF HIGHWAYS  \nNORTH CAROLINA  \nRALEIGH,N.C.  \nSTATE 0F  \nBRIDGE ABUTMENT WITH MSE WALL  \nROADWAY STANDARD DRAWING FOR  \nBRIDGE APPROACH FILLS  \nTYPE 2 APPROACH FILL  \nAPPROACH FILL FOR  \nSHEET 20F 2  \n 423.03  \nTYPE 2A APPROACH FILL  \nBRIDGE APPROACH FILLS  \nALTERNATE APPROACH FILL FOR  \nINTEGRAL BRIDGE ABUTMENT WITH MSE WALL  \nRALEIGH,N.C.  \nNORTH CAROLINA  \nDIVISION OF HIGHWAYS  \nDEPT.0F TRANSPORTATION  \n  423.04  \nDEPT.0F TRANSPORTATION  \nDIVISION 0F HIGHWAYS  \nNORTH CAROLINA  \nRALEIGH,N..  \nSTATE 0F  \nINTEGRAL BRIDGE ABUTMENT WITH MSE WALL  \n(*112:1 Slope Begins at Back of Reinforced  \nNOTE:If 112:1 slope intersects subgrade  \nmaximum eccentric surcharge pressure of 6000 psf forthe offest shown.  Surcharge loads from constructionequipment,e.g.,cranes that exceed 6000 psf are theContractor's responsibility.  \nunder the approach slab,extend 6”layer  \nALTERNATE APPROACH FILL FOR  \nBRIDGE APPROACH FILLS  \nZone for MSE Abutment Wall as Shown)  \nof Select Material and Type 4a Geoextile  \nas shown on sheet 2 of 2 on Std.Dwg.423.01.  \nTYPE 2A APPROACH FILL  \nDEPT.0F TRANSPORTATION  \nType 4a Geotextile(Top Layer)  \nDIVISION OF HIGHWAYS  \n6“-12”For Second  \n一Approach Slab一  \nNORTH CAROLINA  \nReinforcement Layer  \n3”Min  \nRALEIGH,N.C.  \nH - Wall Height  \n(See Note)  \n(See Table)  \nSTATE 0F  \nH\" Wall Height(See Table)  \n6“-18”For Third  \nReinforcement Layer  \nIntegral-  \n(TyP)  \n6\"  \n18”(Typ)For Remaining  \n—End Bent  \nReinforcement Layers  \nSame Material  \n3TyP)  \nCONST.JT.  \nas in Reinforced  \nZone for MSE  \nBottom  \nAbutment Wall  \nPortion  \nType 5a  \nWelded Wire  \nof End  \nGeotextile(Typ)  \nFacing(Typ)  \nBent  \nINTEGRAL BRIDGE ABUTMENT WITH MSE WALL  \nUpper Limit  \nof Reinforced  \nType 5a Geotextile Wraps Around(In front of)  \nzone for MSE  \nWelded Wire Facing for Bottom Layer  \nL -Reinf.Length(See Table)  \nAbu","cbCaiu0zzGHoonf0","https://ap.wps.com/l/cbCaiu0zzGHoonf0","pdf",3007911,"English","# Temporary Geotextile Wall Details\n## Type 5a Geotextile Reinforcement Length Table\n## Notes and Inset 'A' Placement Requirements","[{\"question\":\"What does the drawing specify for Type 5a geotextile reinforcement placement?\",\"answer\":\"It defines how Type 5a geotextile wraps around (in front of) and inside (behind) the welded wire facing for the bottom layer, and how welded wire facing applies to remaining layers.\"},{\"question\":\"How are wall height H and reinforcement length L determined?\",\"answer\":\"The drawing references a table relating reinforcement length L to wall height H in feet, including ranges such as H \\u003c 8 and 8 to 12.\"},{\"question\":\"What is the key placement note for the top reinforcement layer?\",\"answer\":\"The note requires placing the top (first) reinforcement layer according to the detail shown on the specified sheet regardless of vertical spacing for underlying reinforcement layers.\"}]","Alternate Approach Fill for Bridge Approach Fills - Type 5a Geotextile - Temporary Geotextile Wall Details | PDF",25]